CN114898570B - Expressway elastic passing method under severe weather - Google Patents
Expressway elastic passing method under severe weather Download PDFInfo
- Publication number
- CN114898570B CN114898570B CN202210512042.8A CN202210512042A CN114898570B CN 114898570 B CN114898570 B CN 114898570B CN 202210512042 A CN202210512042 A CN 202210512042A CN 114898570 B CN114898570 B CN 114898570B
- Authority
- CN
- China
- Prior art keywords
- point
- driving
- area
- vehicles
- unaffected
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000007704 transition Effects 0.000 claims abstract description 20
- 238000012544 monitoring process Methods 0.000 claims abstract description 4
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 238000007726 management method Methods 0.000 description 5
- 101100295776 Drosophila melanogaster onecut gene Proteins 0.000 description 1
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 238000012550 audit Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/01—Detecting movement of traffic to be counted or controlled
- G08G1/048—Detecting movement of traffic to be counted or controlled with provision for compensation of environmental or other condition, e.g. snow, vehicle stopped at detector
-
- G—PHYSICS
- G07—CHECKING-DEVICES
- G07B—TICKET-ISSUING APPARATUS; FARE-REGISTERING APPARATUS; FRANKING APPARATUS
- G07B15/00—Arrangements or apparatus for collecting fares, tolls or entrance fees at one or more control points
- G07B15/06—Arrangements for road pricing or congestion charging of vehicles or vehicle users, e.g. automatic toll systems
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/01—Detecting movement of traffic to be counted or controlled
- G08G1/052—Detecting movement of traffic to be counted or controlled with provision for determining speed or overspeed
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/065—Traffic control systems for road vehicles by counting the vehicles in a section of the road or in a parking area, i.e. comparing incoming count with outgoing count
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/10—Information and communication technologies [ICT] supporting adaptation to climate change, e.g. for weather forecasting or climate simulation
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Business, Economics & Management (AREA)
- Finance (AREA)
- Traffic Control Systems (AREA)
Abstract
The invention discloses an elastic passing method of a highway in severe weather, which comprises the following steps: s1, dividing a target road section into an unaffected region, an affected transition region and an affected region; s2, setting traffic identification information for the vehicle; the traffic identification information comprises an entry point and an exit point; s3, monitoring weather change conditions of a target road section, and adjusting the unaffected area, the affected transition area and the range of the affected area according to the weather change conditions; s4, adjusting the driving-in point and the driving-out point according to the adjustment result of the step S3, so that the driving-in point and the driving-out point are both located in the adjusted unaffected area or the adjusted affected transition area range, and the vehicle passes according to the adjusted driving-in point and the adjusted driving-out point; s5, repeating the steps S3-S4 until the vehicle leaves the target road section. The invention can meet the traffic demand of the expressway in severe weather to the maximum extent, ensures the traffic safety of vehicles and improves the traffic efficiency of vehicles.
Description
Technical Field
The invention relates to the field of road traffic, in particular to an elastic passing method for a highway in severe weather.
Background
Severe traffic accidents and large-scale traffic jams of the expressway are easily caused in severe weather, the overall toughness of the expressway is reduced, and the road traffic operation and the economic and social development are seriously influenced. Under the influence of severe weather such as snowfall, heavy rain, heavy fog and the like, the adoption of management and control measures such as closing, limiting and the like on the expressway is a current universal practice in all countries of the world.
In order to effectively prevent serious road traffic safety accidents in severe weather and ensure the safety of drivers and passengers on the expressway, industry administration units and expressway operation management enterprises often adopt a one-cut type road sealing control mode. For example, when expressways encounter heavy fog weather, the expressways are sealed, toll stations are closed or restricted in the road sections without heavy fog, the expressway passing requirements of the non-fog road sections are seriously influenced, and the public transportation is restricted.
Disclosure of Invention
Therefore, the invention aims to overcome the defects in the prior art, and provides the elastic passing method for the expressway in severe weather, which can meet the passing requirement of the expressway in severe weather to the maximum extent, ensure the passing safety of vehicles and improve the passing efficiency of vehicles.
The invention relates to an elastic passing method for a highway in severe weather, which comprises the following steps:
s1, dividing a target road section into an unaffected region, an affected transition region and an affected region;
s2, setting traffic identification information for the vehicle; the traffic identification information comprises an entry point and an exit point; the driving-in points and the driving-out points are all positioned in the range of the unaffected area or the affected transition area;
s3, monitoring weather change conditions of a target road section, and adjusting an unaffected area, an affected transition area and an area range of the affected area according to the weather change conditions;
s4, adjusting the driving-in point and the driving-out point according to the adjustment result of the step S3, so that the driving-in point and the driving-out point are both located in the adjusted unaffected area or the adjusted affected transition area, and the vehicle passes according to the adjusted driving-in point and the adjusted driving-out point;
s5, repeating the steps S3-S4 until the vehicle leaves the target road section.
Further, the step S4 further includes: the vehicles are controlled to be released, so that the release time interval between the released vehicles is h t 。
Further, the release time interval h is determined according to the following formula t ：
wherein ,ssafe To influence the safety distance between vehicles in the transition region v f To influence the average travel speed in the transition zone.
Further, the step S4 further includes: and (3) carrying out release control on the vehicle so that the release period of the released vehicle is T.
Further, the release period T is determined according to the following formula:
wherein k is the number of entry points in the unaffected region, deltax i To the ith distance, v, in the unaffected region c For average speed of travel over unaffected zone segments, P 0 Is a set value.
Further, the step S4 further includes: the number of vehicles released from the entry point is defined such that the number of vehicles is N.
Further, the number N of vehicles passing from the entry point m is determined according to the following formula m ：
wherein ,represents a downward rounding, deltax m,n For the distance between the entry point m and the entry point n, the entry point n is adjacent to the entry point m and is located upstream of the entry point m.
The beneficial effects of the invention are as follows: according to the expressway elastic passing method under severe weather, the expressway sections are divided according to the influence degree of the severe weather, so that vehicles normally pass in areas with small influence degree of the severe weather, and the passing requirements of the expressway can be met to the greatest extent on the basis of ensuring the passing safety of the vehicles; and according to the bad weather influence range detected in real time, the area range of the road section capable of passing is dynamically adjusted, and meanwhile, the traffic flow in the road section with weak bad weather influence is controlled by controlling the passing quantity and the passing interval of vehicles at the entrance of a toll station, so that the traffic safety of vehicles is ensured and the traffic efficiency of the vehicles is improved.
Drawings
The invention is further described below with reference to the accompanying drawings and examples:
FIG. 1 is a schematic flow chart of the method of the present invention;
FIG. 2 is a schematic diagram of a target segment partitioning area according to the present invention;
fig. 3 is a schematic view of the vehicle release control of the present invention.
Detailed Description
The invention is further described below with reference to the accompanying drawings, as shown in fig. 1:
the invention relates to an elastic passing method for a highway in severe weather, which comprises the following steps:
s1, dividing a target road section into an unaffected region, an affected transition region and an affected region;
s2, setting traffic identification information for the vehicle; the traffic identification information comprises an entry point and an exit point; the driving-in points and the driving-out points are all positioned in the range of the unaffected area or the affected transition area;
s3, monitoring weather change conditions of a target road section, and adjusting an unaffected area, an affected transition area and an area range of the affected area according to the weather change conditions;
s4, adjusting the driving-in point and the driving-out point according to the adjustment result of the step S3, so that the driving-in point and the driving-out point are both located in the adjusted unaffected area or the adjusted affected transition area, and the vehicle passes according to the adjusted driving-in point and the adjusted driving-out point;
s5, repeating the steps S3-S4 until the vehicle leaves the target road section.
In this embodiment, taking the scenario shown in fig. 2 as an example, according to the severe weather influence degree, the target road section is sequentially divided into an area not affected by severe weather, an area affected by weak severe weather (i.e., an influence transition area), and a severe weather influence area. From the toll station 6, the jurisdiction of a certain highway management company, that is, the target road section area range is started. Wherein, the downstream of the toll station 1 is a bad weather influence area, a bad weather influence weak area is arranged between the toll stations 3 and 1, and a bad weather influence free area is arranged between the toll stations 6 to 3. The traveling direction of the vehicle is a direction from the toll station 6 to the toll station 5.
In this embodiment, in step S2, traffic identification information is set for the passing vehicles, specifically, taking a vehicle on the expressway on the toll station 6 as an example, a driver fills in identity information, license plate information, and drives away from the toll station on the expressway, such as the toll station 1, at the client of the expressway management system, so as to make a trip reservation. That is, the entry point of the vehicle is the toll booth 6, and the exit point is the toll booth 1.
The green code is obtained after the information is filled and checked by the expressway management system; if the toll station filled by the driver is the downstream toll station of toll station 1, a red code will be obtained and the driver will not be able to pass through the highway or will need to refill the destination.
Further, the driver can scan through the toll station 6 by means of the green code to drive into a high speed, and the driver can drive out of the high speed at the toll station 1 or upstream thereof to complete one pass based on the pass code. If the driver leaves the toll station downstream of the toll station 1 through the severe weather influence area, the driver is considered as illegal, the credit of the driver is influenced (both the vehicle and the driver are influenced), the yellow code is automatically generated when the pass code is used for the next time, the system audit is not passed, and the expressway of the section cannot be passed under the severe weather condition during the punishment period. Wherein the punishment times are determined by the manager.
In the embodiment, in step S3 and step S4, along with expansion or contraction of the influence range of bad weather, the travel range is elastically adjusted by pushing the message of the mobile phone client. Taking the above vehicle as an example, if the bad weather affected area is enlarged between the toll stations 2 and 1, the driver is informed to drive away from the toll station 2 by means of a short message or voice. If the driver still leaves the toll station downstream of the toll station 1, he is considered as a violation, affecting his credit. If the bad weather influence area is reduced to a downstream toll station of the toll station 1, informing a driver that the vehicle can continue to travel forward to the downstream toll station for departure in a mobile phone short message or voice mode; if the area of influence is completely lost, the driver will be informed of free travel.
In this embodiment, in order to ensure the traffic safety and improve the traffic efficiency, it is necessary to perform the clearance control on the vehicleSo that the release time interval between the release vehicles is h t And makes the release period of the release vehicle be T.
As shown in FIG. 3, the toll station 3 is the boundary of a road section with weak bad weather, the toll station 6 is the farthest toll station from the bad weather region, the diagonal arrow indicates the space-time track of vehicles, and the safety distance s between vehicles must be kept in the road section with weak bad weather safe Running; wherein the safety distance s safe Determined from specifications or manager experience.
The release time interval h is determined according to the following formula t ：
wherein ,ssafe V for a safe distance between vehicles in regions with weak bad weather influence f The average running speed of the vehicle in the region with weak influence of severe weather.
The release period T is set from the initial entry point of the target road section, and the release periods at other entry points are the same as the initial entry point. Specifically, if the toll booth 6 is the initial entry point of the target link, the release period T is determined for the toll booth 6 according to the following formula:
wherein k is the number of entry points in the unaffected region, deltax i To the ith distance, v, in the unaffected region c For average speed of travel over unaffected zone segments, P 0 Is a set value. Specifically, the k takes a value of 3, that is, the unaffected area includes toll stations 6, 5 and 4, and the total number of the entry points is 3; Δx 5,6 To the 1 st distance in the unaffected region, deltax 4,5 To the 2 nd distance in the unaffected region, deltax 3,4 3 rd spacing in the unaffected region; the P is 0 The value is the number N of vehicles passing through the toll station 6 6 Number of vehicles N 6 The value of (2) is determined by the manager, if the number of queuing vehicles for backlog of the toll station is reduced to a small extent, N is calculated 6 Smaller, otherwise handle N 6 And becomes larger.
In order to meet the traffic demand and further ensure traffic safety of vehicles, the number of vehicles released from the entry point is limited so that the number of vehicles is N. As shown in fig. 3, the toll stations 5, 4, and 3 may each be an entry point, specifically, for the number N of vehicles passing from the toll station 5 5 ：
wherein ,represents a downward rounding, deltax 5,6 Which is the distance between the toll station 5 and the toll station 6.
For the number N of vehicles passing from the toll station 4 4 ：
wherein ,represents a downward rounding, deltax 4,5 Which is the distance between the toll station 4 and the toll station 5.
For the number N of vehicles passing from the toll station 3 3 ：
wherein ,represents a downward rounding, deltax 3,4 Which is the distance between the toll station 3 and the toll station 4.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present invention, which is intended to be covered by the scope of the claims of the present invention.
Claims (5)
1. The elastic passing method for the expressway in severe weather is characterized by comprising the following steps of: the method comprises the following steps:
s1, dividing a target road section into an unaffected region, an affected transition region and an affected region;
s2, setting traffic identification information for the vehicle; the traffic identification information comprises an entry point and an exit point; the driving-in points and the driving-out points are all positioned in the range of the unaffected area or the affected transition area;
s3, monitoring weather change conditions of a target road section, and adjusting an unaffected area, an affected transition area and an area range of the affected area according to the weather change conditions;
s4, adjusting the driving-in point and the driving-out point according to the adjustment result of the step S3, so that the driving-in point and the driving-out point are both located in the adjusted unaffected area or the adjusted affected transition area, and the vehicle passes according to the adjusted driving-in point and the adjusted driving-out point; the vehicle is controlled to be released, so that the release period of the released vehicle is T;
the release period T is determined according to the following formula:
wherein k is the number of entry points in the unaffected region, deltax i To the ith distance, v, in the unaffected region c For average speed of travel over unaffected zone segments, P 0 Set value, release time interval h t ；
S5, repeating the steps S3-S4 until the vehicle leaves the target road section.
2. The method according to claim 1 in severe weatherThe elastic passing method for the expressway is characterized by comprising the following steps of: the step S4 further includes: the vehicles are controlled to be released, so that the release time interval between the released vehicles is h t 。
3. The elastic traffic method for expressway in bad weather according to claim 2, wherein: the release time interval h is determined according to the following formula t ：
wherein ,ssafe To influence the safety distance between vehicles in the transition region v f To influence the average travel speed in the transition zone.
4. The elastic traffic method for expressway in bad weather according to claim 1, wherein: the step S4 further includes: the number of vehicles released from the entry point is defined such that the number of vehicles is N.
5. The elastic traffic method for expressway in bad weather according to claim 4, wherein: determining the number N of vehicles passing from the entry point m according to the following formula m ：
wherein ,represents a downward rounding, deltax m,n For the distance between the entry point m and the entry point n, the entry point n is adjacent to the entry point m and is located upstream of the entry point m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210512042.8A CN114898570B (en) | 2022-05-12 | 2022-05-12 | Expressway elastic passing method under severe weather |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210512042.8A CN114898570B (en) | 2022-05-12 | 2022-05-12 | Expressway elastic passing method under severe weather |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114898570A CN114898570A (en) | 2022-08-12 |
| CN114898570B true CN114898570B (en) | 2023-08-25 |
Family
ID=82721538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210512042.8A Active CN114898570B (en) | 2022-05-12 | 2022-05-12 | Expressway elastic passing method under severe weather |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114898570B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117496740B (en) * | 2023-12-29 | 2024-03-19 | 山东高速股份有限公司 | Method, device, equipment and storage medium for managing and controlling traffic of vehicles on expressway |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102881158A (en) * | 2012-10-12 | 2013-01-16 | 王园园 | Traffic control method for reducing stop times, oil consumption and exhaust gas emission of motor vehicles |
| CN104809895A (en) * | 2015-04-19 | 2015-07-29 | 北京工业大学 | Adjacent intersection arterial road coordinate control model and optimization method thereof |
| CN114170813A (en) * | 2020-09-10 | 2022-03-11 | 苏州星克人工智能科技有限公司 | Demand type released traffic control method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102194330A (en) * | 2010-03-15 | 2011-09-21 | 邢刚 | Highway safe driving system |
| CN105788327B (en) * | 2016-04-22 | 2018-08-21 | 安徽皖通科技股份有限公司 | A kind of express highway intelligent traveling guide method |
| CN106652447B (en) * | 2016-12-07 | 2019-02-12 | 江苏省公安厅交通警察总队 | Highway bad weather manages information system |
| CN111445710A (en) * | 2020-04-02 | 2020-07-24 | 齐鲁交通信息集团有限公司 | Road automatic control method in severe weather |
-
2022
- 2022-05-12 CN CN202210512042.8A patent/CN114898570B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102881158A (en) * | 2012-10-12 | 2013-01-16 | 王园园 | Traffic control method for reducing stop times, oil consumption and exhaust gas emission of motor vehicles |
| CN104809895A (en) * | 2015-04-19 | 2015-07-29 | 北京工业大学 | Adjacent intersection arterial road coordinate control model and optimization method thereof |
| CN114170813A (en) * | 2020-09-10 | 2022-03-11 | 苏州星克人工智能科技有限公司 | Demand type released traffic control method |
Non-Patent Citations (1)
| Title |
|---|
| 进口单独放行的改进绿波数解法;李林;徐建闽;卢凯;;交通信息与安全(03);全文 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114898570A (en) | 2022-08-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109559532B (en) | Expressway exit diversion area vehicle road cooperative safety early warning control method | |
| CN104966402B (en) | Queue up and overflow preventing control method in a kind of supersaturation traffic flow crossing | |
| CN111354225B (en) | Expressway vehicle accident risk assessment and early warning intervention method | |
| US20070299595A1 (en) | Traffic control system and method | |
| Montella et al. | Safety evaluation of automated section speed enforcement system | |
| Abraham et al. | Driver behavior at rail-highway crossings | |
| CN114898570B (en) | Expressway elastic passing method under severe weather | |
| Jiang et al. | Safety evaluation of signalized intersections with left-turn waiting area in China | |
| CN112562361A (en) | Traffic signal lamp control method and system for smart city | |
| CN112562318A (en) | Speed cooperative control method for severe weather frequent expressway speed limit area | |
| CN112037351B (en) | Toll station ETC (electronic toll Collection) gate delayed opening control method for risk prevention and control | |
| CN115223362B (en) | Special lane for dynamic automatic driving of urban road and use method thereof | |
| CN111081028A (en) | Recognition analysis of traffic violation and parking and emergency lane occupation | |
| CN109300301B (en) | Speed limiting system for toll station and control method thereof | |
| CN114038195A (en) | Road abnormal event monitoring and detecting method based on trajectory analysis | |
| CN111429732B (en) | Interleaved road section and method for improving traffic efficiency thereof by using alternate traffic rule | |
| Chou et al. | Exploiting the capacity of managed lanes in diverting traffic around an incident | |
| CN108597217B (en) | Expressway accident monitoring and prompting method | |
| Middelham et al. | Ramp metering in the Netherlands: an overview | |
| Gao et al. | Coordinated arterial dilemma zone protection through dynamic signal timing optimization | |
| CN106355891A (en) | Fatigue driving traffic illegal activity judging method based on operation vehicle running information | |
| Nissan | Evaluation of variable speed limits: Empirical evidence and simulation analysis of stockholm’s motorway control system | |
| CN114822017B (en) | Overhead expressway traffic guidance system for avoiding local congestion queuing | |
| CN115328209B (en) | Unmanned aerial vehicle inspection system for highway | |
| CN115331435B (en) | Intelligent networking vehicle speed control method based on local space-time traffic state |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |